摘要
结合辛亥革命博物馆工程,在折线形倾斜墙体施工过程中主要针对架体搭设进行深入研究,并通过软件建模分析提出合理的架体搭设方案和后期混凝土浇筑过程中的同步监测点。最后为使这类架体在今后同类工程中通配适用并具有推广性,对架体搭设方案所针对不同夹角承载力进行扩展研究。
Combined with the Revolution of 1911 Museum Project,in zigzag inclined wall construction process,the frame erection in researched in-depth,and the synchronous monitoring points of post pouring concrete and reasonable erection scheme for scaffold are put forward through the process of modeling and analysis by software. Finally,in order to convenient this kind of scaffold in similar works in the future in the application and has a promotion,the expansion research is done on the scaffold erection scheme with different angles of bearing capacity.
出处
《施工技术》
CAS
北大核心
2016年第6期20-23,共4页
Construction Technology
基金
武汉建工股份有限公司立项课题:复杂形态文化场馆类建筑关建施工技术研究与应用(WCEG-TC-2011-02)
